HomeMy WebLinkAbout106-9.tifi
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/O'aw
A00
F.L:4.50FL,�.../0`
T.P. 5.60-1�
40 T.C. 5.85
TO -5.85
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3
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F.L. 4.00
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When we/ding a/bow, slope of 8 `long leg
should be 6.25 % or open and must he -
0.5 higher thou welded end.
Y
+00
/265.76
4.50
MATERIAL For / STRUCTURE
1,80.-22"X/3" /OFt. 45 0 e/bow, -foga.
/00 - l.Ft. 22"x 13"" 14ga.
5 ea. - 22"x /3" cplgs.
6 Ft. 3% "x 3% "x %" CYPRESS AVENUE
70 Sq. Ft. reinf. cover, 4 thick.
2:50. Y. p.cc. curb a gutter and outlet.structure.
-0t:/O
5.50
Tc. 5.75
2x2' p.c.c. drop inlet to be constructed at EASTside of
=A intersection ONLY. For details,,. see sheet.. 8.
I FL.5.00
&30
22 "x/3"C. /W. P. ANga (/00' long)
Levels shown pertoin to West side of Cypress ONLY.
6" wide footing, mono/. with curb, for slob support
F.L. 3.10
B F.L. 3.3341®moi
T. 0.4 20 Opening 41 wide, 0.75 `high.
Bridge with 3 T 3%"x !/w .
- O
,welded to hor. reinf.
FL. 4.50
-TC.4.6D.
0.6T
TP 4.30.
F.L. 3.20